CN220318445U - Mud-rock flow thing combined type barrage structure - Google Patents
Mud-rock flow thing combined type barrage structure Download PDFInfo
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- CN220318445U CN220318445U CN202321869747.1U CN202321869747U CN220318445U CN 220318445 U CN220318445 U CN 220318445U CN 202321869747 U CN202321869747 U CN 202321869747U CN 220318445 U CN220318445 U CN 220318445U
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- 230000000903 blocking effect Effects 0.000 claims abstract description 43
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- 239000004575 stone Substances 0.000 abstract description 11
- 230000006378 damage Effects 0.000 abstract description 7
- 230000002265 prevention Effects 0.000 abstract description 7
- 150000001875 compounds Chemical class 0.000 abstract description 3
- 239000012530 fluid Substances 0.000 description 10
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 7
- 230000000694 effects Effects 0.000 description 6
- 238000009825 accumulation Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 230000008093 supporting effect Effects 0.000 description 3
- RLLPVAHGXHCWKJ-IEBWSBKVSA-N (3-phenoxyphenyl)methyl (1s,3s)-3-(2,2-dichloroethenyl)-2,2-dimethylcyclopropane-1-carboxylate Chemical compound CC1(C)[C@H](C=C(Cl)Cl)[C@@H]1C(=O)OCC1=CC=CC(OC=2C=CC=CC=2)=C1 RLLPVAHGXHCWKJ-IEBWSBKVSA-N 0.000 description 2
- 238000006243 chemical reaction Methods 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
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- 238000005096 rolling process Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 1
- 230000001066 destructive effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 239000005413 snowmelt Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
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Abstract
The utility model discloses a mud-rock flow compound retaining dam structure, which comprises retaining dams arranged in mud-rock flow channels along the width direction, wherein the retaining dams are provided with drainage holes or drainage grids in a distributed manner; the device is characterized by further comprising interception piles which are arranged at the upstream end of the blocking dam in a row along the width direction, wherein the spacing size of the adjacent interception piles is larger than the size of the drainage holes or the holes of the drainage grating on the blocking dam. The composite blocking dam structure can effectively intercept objects such as trees and stones with larger sizes in debris flow, meanwhile, the fluid-shaped objects are guaranteed to pass through, the harm of the large-diameter objects to subsequent debris flow prevention and treatment engineering and artificial buildings is reduced, and the composite blocking dam structure is stable and reliable in structure and long in service life, and is particularly suitable for debris flow mixed with trees and stones with larger sizes.
Description
Technical Field
The utility model relates to the technical field of debris flow treatment, in particular to a debris flow compound blocking dam structure.
Background
Debris flow refers to a special flood that is caused by precipitation (heavy rain, glaciers, snow melt water) on valleys or hillsides and carries a large amount of solid matter such as silt, stones, and boulders. Is a disastrous geological phenomenon. It is extremely destructive because of its high speed of travel, having a strong energy. The occurrence of debris flow often damages traffic facilities such as highways, railways and the like, even villages and towns and the like, and causes huge losses.
In order to better prevent and treat the debris flow, the applicant considers designing a sectional type debris flow treatment mode, wherein the thought of the treatment mode is to divide a source area, a circulation area and a stacking area along the flowing direction of the debris flow according to the flowing path of the debris flow, then forestation is carried out on slope surfaces at two sides of a debris flow channel of the source area, and the slope body source materials forming the debris flow are firmly blocked; blocking and intercepting large-diameter objects entrained in the debris flow in the circulation area and/or the accumulation area; and then carrying out energy dissipation treatment on the residual fluid of the debris flow at the tail part of the accumulation area, and guiding the fluid of the debris flow to rapidly finish accumulation. Thus, the debris flow can be better treated, and the damage of the debris flow is reduced.
However, how to better realize blocking and interception of large-diameter objects in a circulation area and/or a stacking area, and to primarily dissipate energy of debris flow, so as to reduce impact and harm of debris flow to subsequent building engineering, is a problem to be considered and solved by those skilled in the art.
Disclosure of Invention
Aiming at the defects in the prior art, the utility model aims to solve the technical problems that: how to provide a mud-rock flow compound blocking dam structure which can better block and intercept large-diameter objects in mud-rock flow, primarily dissipate energy of the mud-rock flow and reduce impact and harm of the mud-rock flow to subsequent building engineering.
In order to solve the technical problems, the utility model adopts the following technical scheme:
a mud-rock flow thing combined type block dam structure, including setting up the block dam in the mud-rock flow channel along the width direction, the block dam is distributed and provided with the drainage hole or drainage grating; the device is characterized by further comprising interception piles which are arranged at the upstream end of the blocking dam in a row along the width direction, wherein the spacing size of the adjacent interception piles is larger than the size of the drainage holes or the holes of the drainage grating on the blocking dam.
Therefore, when the debris flow flows through the composite blocking dam structure, preliminary energy dissipation can be realized by blocking the debris flow through the blocking piles and the blocking dams. Moreover, the large-size objects such as trees, large-size rock blocks and the like can be trapped by the blocking piles firstly, then the relatively small-size parts of the large-size objects are blocked and trapped by the blocking dams again, and the fluid which does not contain the large-size objects is left to flow out to the lower part, so that the large-size objects with high destructiveness and danger are better prevented from damaging subsequent prevention engineering buildings and peripheral artificial buildings along with debris flow impact. Meanwhile, after the large-size objects in the fluid are removed, the energy dissipation treatment of the residual debris flow with the fluid characteristics can be better carried out by the follow-up prevention and treatment engineering structure.
Further, the interception piles are at least provided with two rows, and the interception pile arrangement interval at the upstream end is larger than the interception pile arrangement interval at the downstream end.
Thus, the grading interception effect on large-size objects can be better achieved.
Further, the interception stake at the upstream end is provided at a greater height than the interception stake at the downstream end.
In this way, the upstream end of the interception stake is more prone to intercept objects of larger size.
Further, hinges are fixedly connected between each row of interception piles, and two ends of each hinge extend forwards and are fixed on foundation piles buried at the upstream end of the debris flow channel.
Therefore, because the impact of the large-size objects, such as large rocks, on the single interception pile is overlarge, each row of interception piles are fixedly connected into a whole by virtue of the hinge, the impact can be better born, part of impact can be transferred to the foundation pile in front, the stability of the structure of the interception piles is ensured, and the interception effect can be better played.
Further, the foundation pile is buried at the bottom of the mud-rock flow channel at the upstream end, a foundation pile pressing plate positioned on the bottom surface of the mud-rock flow channel is arranged on the upper surface of the foundation pile, and the area of the foundation pile pressing plate is ten times or more than that of the cross section of the foundation pile.
This is because the debris flow has a high specific gravity and is characterized by rolling, and the debris flow passes over the pile platen before reaching the picket. So the greater the mud-rock flow is to the greater the interception stake impact, the more the mud-rock flow also can be greater to the pressure that foundation pile clamp plate rolled, can press foundation pile below firmly for the hinge can bear bigger pulling force, produces bigger holding power to the foundation pile. So the stability can also be correspondingly improved when the impact of the interception pile is increased, so that the foundation pile can bear larger debris flow impact, and the stability of the foundation pile structure is better ensured.
Further, the whole retaining dam is arc-shaped with the middle part protruding towards the upstream end.
Like this, the arc can be with partial impact force conversion for to the backward pressure in both sides for the dam can bear the impact better, and this curved structure can hold the deflection that the dam expend with heat and contract with cold leads to better at ordinary times simultaneously, guarantees the stability of structure.
Further, the heights of the two sides of the retaining dam are higher than the height of the middle position.
Thus, the arc shape of the blocking dam can push and split the intercepted larger-diameter stone blocks to the two sides, and the two sides of the blocking dam are higher to form larger accommodating space in front so as to accommodate the larger-diameter stone blocks pushed to the blocking dam.
Further, a water passing culvert is further arranged below the middle part of the blocking dam and below the bottom surface of the debris flow channel, and the size of the water passing culvert is larger than that of the drainage holes or the drainage grids on the blocking dam.
Therefore, the normal passing of water flow can be facilitated in the period that the debris flow does not burst.
Further, the downstream side of the dam is also provided with supporting walls in a spaced fit. Therefore, the anti-overturning force of the blocking dam can be improved, and the stability of the dam body is better ensured.
Further, the support walls are arranged in a row at intervals of 5 m. The supporting effect is better improved.
Like this, foretell combined type barrage structure can effectively intercept objects such as trees and stone of great size in the mud-rock flow, guarantee the passage of fluid form material simultaneously, reduce the harm of major diameter object to follow-up mud-rock flow prevention and cure engineering and artificial building, make things convenient for follow-up energy dissipation to mud-rock flow and make it pile up generally, and self structure has stable and reliable, and longer effect of life is especially suitable for the mud-rock flow that is mingled with trees and has big or small stone.
Drawings
FIG. 1 is a schematic diagram of an embodiment of the present utility model. Arrows in the drawings indicate the direction of water flow.
Fig. 2 is a D-D sectional view of fig. 1 for illustrating a dam structure.
Figure 3 is an E-E cross-sectional view of figure 1 showing the longitudinal configuration of the composite dam.
Detailed Description
The present utility model will be described in further detail with reference to the following embodiments.
Best mode for carrying out the utility model: 1-3, a debris flow object composite type blocking dam structure comprises blocking dams 11 arranged in a debris flow channel along the width direction, wherein the blocking dams 11 are provided with drainage holes 12 (or drainage grids) in a distributed manner; and the device also comprises interception piles 13 which are arranged at the upstream end of the blocking dam in rows along the width direction, wherein the spacing size of the adjacent interception piles 13 is larger than the hole size of a drainage hole (or a drainage grid) on the blocking dam.
Therefore, when the debris flow flows through the composite blocking dam structure, preliminary energy dissipation can be realized by blocking the debris flow through the blocking piles and the blocking dams. Moreover, the large-size objects such as trees, large-size rock blocks and the like can be trapped by the blocking piles firstly, then the relatively small-size parts of the large-size objects are blocked and trapped by the blocking dams again, and the fluid which does not contain the large-size objects is left to flow out to the lower part, so that the large-size objects with high destructiveness and danger are better prevented from damaging subsequent prevention engineering buildings and peripheral artificial buildings along with debris flow impact. Meanwhile, after the large-size objects in the fluid are removed, the energy dissipation treatment of the residual debris flow with the fluid characteristics can be better carried out by the follow-up prevention and treatment engineering structure.
Wherein, the interception piles 13 are provided with at least two rows, and the interception pile arrangement space at the upstream end is larger than the interception pile arrangement space at the downstream end.
Thus, the grading interception effect on large-size objects can be better achieved. When the method is implemented, the setting interval of the upstream end interception piles can be set according to 1.5-2.5 meters, and the setting interval of the downstream end interception piles can be set according to 0.5-1.5 meters.
Wherein, the interception stake that is located the upstream end sets up the height and is greater than the interception stake that is located the downstream end.
In this way, the upstream end of the interception stake is more prone to intercept objects of larger size.
Wherein, each row of interception piles 13 are fixedly connected with a hinge 14, and two ends of the hinge 14 extend forwards and are fixed on foundation piles 15 buried at the upstream end of the debris flow channel.
Therefore, because the impact of the large-size objects, such as large rocks, on the single interception pile is overlarge, each row of interception piles are fixedly connected into a whole by virtue of the hinge, the impact can be better born, part of impact can be transferred to the foundation pile in front, the stability of the structure of the interception piles is ensured, and the interception effect can be better played.
The foundation pile 15 is buried at the bottom of the debris flow channel at the upstream end, the foundation pile upper surface is provided with a foundation pile pressing plate 16 positioned on the bottom surface of the debris flow channel, and the area of the foundation pile pressing plate 16 is ten times or more than that of the cross section of the foundation pile.
This is because the debris flow has a high specific gravity and is characterized by rolling, and the debris flow passes over the pile platen before reaching the picket. So the greater the mud-rock flow is to the greater the interception stake impact, the more the mud-rock flow also can be greater to the pressure that foundation pile clamp plate rolled, can press foundation pile below firmly for the hinge can bear bigger pulling force, produces bigger holding power to the foundation pile. So the stability can also be correspondingly improved when the impact of the interception pile is increased, so that the foundation pile can bear larger debris flow impact, and the stability of the foundation pile structure is better ensured.
Wherein the whole of the dam 11 is in an arc shape with a convex middle part towards the upstream end.
Like this, the arc can be with partial impact force conversion for to the backward pressure in both sides for the dam can bear the impact better, and this curved structure can hold the deflection that the dam expend with heat and contract with cold leads to better at ordinary times simultaneously, guarantees the stability of structure.
Wherein, the heights of the two sides of the blocking dam 11 are higher than the height of the middle position.
Thus, the arc shape of the blocking dam can push and split the intercepted larger-diameter stone blocks to the two sides, and the two sides of the blocking dam are higher to form larger accommodating space in front so as to accommodate the larger-diameter stone blocks pushed to the blocking dam.
The middle part of the blocking dam 11 is provided with a water passing culvert 17 below the bottom of the debris flow channel, and the size of the water passing culvert 17 is larger than that of the drainage hole on the blocking dam.
Therefore, the normal passing of water flow can be facilitated in the period that the debris flow does not burst.
The downstream side of the dam 11 is also fitted with support walls 18 at intervals. Therefore, the anti-overturning force of the blocking dam can be improved, and the stability of the dam body is better ensured.
Wherein the support walls 18 are arranged in a row at intervals of 5 m. The supporting effect is better improved.
Like this, foretell combined type barrage structure can effectively intercept objects such as trees and stone of great size in the mud-rock flow, guarantees the passage of fluid form material simultaneously, reduces the harm of major diameter object to follow-up mud-rock flow prevention and cure engineering and artificial building, makes things convenient for follow-up energy dissipation to mud-rock flow and makes it pile up generally, and self structure has stable and reliable, and longer effect of life is especially adapted to the mud-rock flow that has big or small stone.
Claims (10)
1. A mud-rock flow thing combined type block dam structure, including setting up the block dam in the mud-rock flow channel along the width direction, the block dam is distributed and provided with the drainage hole or drainage grating; the device is characterized by further comprising interception piles which are arranged at the upstream end of the blocking dam in a row along the width direction, wherein the spacing size of the adjacent interception piles is larger than the size of the drainage holes or the holes of the drainage grating on the blocking dam.
2. The debris flow composite dam structure according to claim 1, wherein the intercepting piles are provided in at least two rows, and the intercepting pile arrangement pitch at the upstream end is greater than the intercepting pile arrangement pitch at the downstream end.
3. The debris flow composite dam structure according to claim 2, wherein the interception post at the upstream end is disposed at a greater height than the interception post at the downstream end.
4. The debris flow composite dam structure according to claim 1, wherein each row of the blocking piles is fixedly connected with each other by a hinge, and both ends of the hinge extend forward and are fixed on foundation piles buried in an upstream end of the debris flow channel.
5. The debris flow composite dam structure according to claim 4, wherein the foundation pile is buried at the bottom of the debris flow channel at the upstream end, and the foundation pile upper surface is provided with a foundation pile pressing plate located at the bottom surface of the debris flow channel, and the area of the foundation pile pressing plate is ten times or more than that of the cross section of the foundation pile.
6. The debris flow composite dam structure according to claim 1, wherein the dam is formed in a shape of an arc having a central portion protruding toward an upstream end.
7. The debris flow composite dam structure according to claim 6, wherein the heights of both sides of the dam are higher than the height of the middle position.
8. The debris flow composite dam structure according to claim 1, wherein a water culvert is further provided below the middle portion of the dam at the bottom of the debris flow channel, and the water culvert is larger than the drainage holes or the drainage grids on the dam.
9. The debris flow composite dam structure according to claim 1, wherein the downstream side of the dam is further provided with support walls in spaced engagement.
10. The debris flow composite dam structure according to claim 9, wherein the support walls are arranged in a row at intervals of 5 m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321869747.1U CN220318445U (en) | 2023-07-17 | 2023-07-17 | Mud-rock flow thing combined type barrage structure |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202321869747.1U CN220318445U (en) | 2023-07-17 | 2023-07-17 | Mud-rock flow thing combined type barrage structure |
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| CN220318445U true CN220318445U (en) | 2024-01-09 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN120250548A (en) * | 2025-06-05 | 2025-07-04 | 中国科学院、水利部成都山地灾害与环境研究所 | Debris flow fan ecological and geotechnical measures coordinated siltation prevention system |
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2023
- 2023-07-17 CN CN202321869747.1U patent/CN220318445U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN120250548A (en) * | 2025-06-05 | 2025-07-04 | 中国科学院、水利部成都山地灾害与环境研究所 | Debris flow fan ecological and geotechnical measures coordinated siltation prevention system |
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